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Wisc <br /> Labor <br /> and Department Rel of industry, SOIL AND SITE EVALUATION REPORT Pa _ <br /> Labor and Human Building� Page 7_of I-� <br /> Division of safety a buildings in accord with ILHR 83.05,Wis.Adm. Code <br /> COU 11 <br /> Attach complete site plan on paper not less than 81/2 x 11 inches in size. Plan must include,but ',�1Cri\-1F <br /> not limited to vertical and horizontal reference point(BM),direction and%of slope,scale or PARQ9L I.D.N <br /> dimensioned, north arrow,and location and distance to nearest road. <br /> APPLICANT INFORMATION-PLEASE PRINT ALL INFORMATION REVIEWED BY �ATG <br /> E <br /> PROPERTY OWNER: PROPERTY LOCATION 40 l IS 1 <br /> Duane Hazelton GOVT.LOT 1M 1/4,S 28 T 41N N R 16 L1(or)W <br /> PROPERTY OWNERS MAILING ADDRESS LOT• I BLOCK If SUED.NAME OR CSM M <br /> P.O. Boa 218 6 6 7 1 Original Tovnsite of Danbury <br /> CITY,STATE 21P CODE PHONE NUMBER ❑CITY []VILLAGE tjOWN NEAREST ROAD <br /> Danbury, WI 54830 ( 715 866-8857 Swiss IFirst Street <br /> I I New Construction Use ] Residential/Number of bedrooms ] Addition to existing building <br /> I I Replacement ]%] Public or commercial describe Bar <br /> Code derived daily flow 400 gpd Recommended design loading rate 1.2 bed,gpd/ft2 1.2 trench,gpd/ft2 <br /> Absorption area required 375 bed,ft2 375 trench,ft2 Maximum design loading rate 1.2 bed,gpd/ft2 1.2 trench,gpdttt2 <br /> Recommended infiltration surface elevation(s) 97.8 h (as referred to site plan benchmark) <br /> Additional design/site considerations <br /> Parent material Glacial Dri f Flood plain elevation,if applicable HA It <br /> S=Suitable for System CONVENTIONAL MOUND IN-GROUND PRESSURE AT-GRADE SYSTEM IN FILL HOLDING TANK <br /> U=Unsuitable for system ❑S CJIu I ®S ❑u 1 ❑S li u 1 ❑s $u [IS U U ❑s 1211 <br /> SOIL DESCRIPTION REPORT <br /> Boring ff Horizon Depth Dominant Color Mottles Texture Structure Consisforxe Boun� Roots GPD/ft <br /> in. Munsell Qu.Sz.Cont Color Gr. Sz. Sh. Bed Trench <br /> 1 1 0-11 ' 10 YR 3/2 is if r mvfr cis f-co .7 .8 <br /> 2 1"-28 ' 10 YR 4/4 is lmsbk mvfr gs Zf-co .7 .8 <br /> Ground 38' -48 ' 10 YR 4/6 c2d 5 YR 5/8 sl 2usbk mfr <br /> elev. — — — — <br /> 96.3 f. <br /> Depth to <br /> limiting <br /> 28 <br /> Remarks: <br /> Boring# <br /> 1 0-8" 10 YR 3/2 1s lfgr mvfr cs Zf-co .7 i .8 <br /> 2 2 8"-31 ' 10 YR 4/4 is lmsbk mvfr go ?f-co .7 i .8 <br /> 3 111-48 ' 10 YR 4/6 c2d 5 YR 5/8 sl 2msbk mfr — — <br /> Ground — — <br /> elev. <br /> 96.8 ft. <br /> Depth to <br /> limiting <br /> factor <br /> 31" <br /> Remarks: el <br /> T Name:—Please Print Wade Rufsholm Phone: <br /> (715)349-7286 <br /> Address: 24702 Lind Road P.O. Box 514 Siren, W1 54872 <br /> Signature: / Dale: CST Number: <br /> CSL/ <br /> 5/4/95 3583 <br />